 
          3161
        
        
          Technical Committee 307 /
        
        
          
            Comité technique 307
          
        
        
          geosynthetics manufacturing is mostly controlled by the impacts
        
        
          of raw-material production and electricity consumption during
        
        
          manufacturing.
        
        
          Table 1. Selected key figures describing the constructions of one square
        
        
          eter of gravel and geosynthetics filter (Table 2 of Frischknecht et al.).
        
        
          m
        
        
          Material/Process
        
        
          Unit
        
        
          Gravel
        
        
          filter
        
        
          Geosynthetics
        
        
          filter
        
        
          Gravel
        
        
          t/m
        
        
          2
        
        
          0.69
        
        
          0
        
        
          Geosynthetics layer
        
        
          m
        
        
          2
        
        
          /m
        
        
          2
        
        
          0
        
        
          1
        
        
          Diesel used in
        
        
          building machines
        
        
          MJ/m
        
        
          2
        
        
          2.04
        
        
          1.04
        
        
          Transport, lorry
        
        
          tkm/m
        
        
          2
        
        
          34.5
        
        
          0.035
        
        
          Transport, freight, rail
        
        
          tkm/m
        
        
          2
        
        
          0
        
        
          0.07
        
        
          Particulates  > 10 µm
        
        
          g/m
        
        
          2
        
        
          4.8
        
        
          0
        
        
          Particulates  > 2.5 µm
        
        
          and < 10 µm
        
        
          g/m
        
        
          2
        
        
          1.3
        
        
          0
        
        
          Holm et al. developed an assessment and decision making
        
        
          tool for sustainable management of contaminated sediments in
        
        
          the Baltic sea, which included an emerging technology of
        
        
          solidification/stabilization.  They presented the results of three
        
        
          case studies based on the ports of Oxelösund (Sweden), Gävle
        
        
          (Sweden) and Hamburg (Germany). Different management
        
        
          scenarios were considered at each port, and LCA were
        
        
          performed to choose the best options. Recycling of sediments,
        
        
          disposal in river and sea, energy use, and environmental impact
        
        
          were considered in the LCA. Holm et al. further developed a
        
        
          multicriteria decision analysis (MCDA) to integrate the three Es
        
        
          of sustainability in their decision making tool following a
        
        
          structured and balanced way.
        
        
          Basu et al. also developed a multicriteria based sustainability
        
        
          assessment framework and applied it to pile foundation projects.
        
        
          The framework considers a life-cycle view of the pile
        
        
          construction process, and combines resource consumption,
        
        
          environmental impact, and socio-economic benefits of a pile-
        
        
          foundation project over its entire life span to develop a
        
        
          sustainability index (Figure 12).
        
        
          Figure 12. Multicriteria based sustainability assessment framework
        
        
          (Figure 3 of Basu et al.).
        
        
          Edil provided an overview of the sustainability assessment
        
        
          tools used in pavement construction projects. He mentioned that
        
        
          LCA and life cycle cost analysis (LCCA) can be successfully
        
        
          used to assess the sustainability of pavement constructions.  He
        
        
          further described a rating system for sustainable highway
        
        
          constructions known as Building Environmentally and
        
        
          Economically
        
        
          Sustainable
        
        
          Transportation-Infrastructure-
        
        
          Highways (BE
        
        
          2
        
        
          ST-in-Highways
        
        
          TM
        
        
          ), which evaluates the
        
        
          sustainability of a highway project in terms of quantitative
        
        
          difference between a reference design and proposed alternative
        
        
          designs.
        
        
          Farias et al. performed an economic analysis of different
        
        
          construction alternatives for their CDW paving project
        
        
          described in section 3.1. Although this is not a complete
        
        
          sustainability analysis, the environmental and social benefits are
        
        
          inherently present in the project. They considered two
        
        
          alternatives, first in which the CDW is completely disposed of
        
        
          in landfills and second in which the CDW and in situ soil
        
        
          mixture is used in paving the construction site. The high cost of
        
        
          disposal (Table 2) made the first option the most viable one with
        
        
          a direct cost savings of US$ 1.9 million, which does not even
        
        
          include the indirect cost-saving benefits from the reduced
        
        
          environmental impact that the project ensures.
        
        
          Table 2. Costs for final disposition of wastes in licensed places (Table 6
        
        
          of Farais et al.).
        
        
          Disposition place
        
        
          Unit
        
        
          Unitary cost (US$)
        
        
          Inert landfill
        
        
          m
        
        
          3
        
        
          47.30
        
        
          Processing plant
        
        
          m
        
        
          3
        
        
          18.36
        
        
          * Transportation cost not considered
        
        
          In their study on the use of enzymatic solution and
        
        
          lignosulfonate as additives in silt (described in section 3.1),
        
        
          Blanck et al. performed LCA-EIA using 10 impact categories
        
        
          proposed in the NF P 01-010 standard. The analysis showed that
        
        
          the use of enzymatic solution reduces impacts in seven out of
        
        
          ten categories (Figure 13). The use of lignosulfate, however, did
        
        
          not produce sufficient environmental benefits.
        
        
          18,8
        
        
          8,9
        
        
          9,1
        
        
          0,8
        
        
          14,5
        
        
          0,7
        
        
          0,7
        
        
          2,0
        
        
          15,3
        
        
          4,4
        
        
          10,7
        
        
          5,1
        
        
          4,6
        
        
          3,6
        
        
          8,4
        
        
          0,9
        
        
          2,3
        
        
          1,1
        
        
          9,0
        
        
          2,5
        
        
          0
        
        
          2
        
        
          4
        
        
          6
        
        
          8
        
        
          10
        
        
          12
        
        
          14
        
        
          16
        
        
          18
        
        
          20
        
        
          Valeur de l'indicateur
        
        
          Catégorie d'impact
        
        
          Non traité
        
        
          0,002% produit enzymatique
        
        
          Consommation de
        
        
          ressources énergétiques
        
        
          (x 10
        
        
          3
        
        
          MJ)
        
        
          Epuisement de
        
        
          ressources naturelles
        
        
          (kg éq. Sb)
        
        
          Consommation d'eau
        
        
          (x 10
        
        
          4
        
        
          L)
        
        
          Productionde déchets
        
        
          solides (kg)
        
        
          Changement climatique
        
        
          (x 10
        
        
          2
        
        
          kg éq. CO
        
        
          2
        
        
          )
        
        
          Acidification
        
        
          atmosphérique
        
        
          (kg éq. SO
        
        
          2
        
        
          )
        
        
          Destructionde l'ozone
        
        
          statosphérique
        
        
          (x 10
        
        
          -5
        
        
          kgéq. SO
        
        
          2
        
        
          )
        
        
          Formation d'ozone
        
        
          atmosphérique
        
        
          (kgéq. éthylène)
        
        
          Pollution de l'air
        
        
          (x 10
        
        
          4
        
        
          m
        
        
          3
        
        
          )
        
        
          Pollution de l'eau
        
        
          (x 10
        
        
          2
        
        
          m
        
        
          3
        
        
          )
        
        
          Figure 13. Results of environmental impact analysis for the use of
        
        
          enzymatic solution (Figure 3 of Blanck et al.).
        
        
          Geotechnical
        
        
          Design
        
        
          Life Cycle
        
        
          Assessment
        
        
          Cost Benefit
        
        
          Analysis
        
        
          Life Cycle
        
        
          Inventory
        
        
          Environmental
        
        
          Impact
        
        
          Assessment
        
        
          Resource
        
        
          Efficiency Score
        
        
          Environmental
        
        
          Impact Score
        
        
          Socio-
        
        
          Economic
        
        
          Impact Score
        
        
          Sustainability
        
        
          Index
        
        
          4 IMPORTANT THEMES NOT COVERED
        
        
          As sustainable geotechnics covers a wide range of topics, it is
        
        
          natural that the papers allocated to the sustainability session do
        
        
          not cover all the areas related to geosustainability. Some of the
        
        
          important topics not covered in details include sustainable site
        
        
          characterization, geohazard mitigation, reliability- and
        
        
          resilience-based analysis and design, geothermal energy
        
        
          foundations, geo-structures for wind and solar energy,
        
        
          sustainable ground improvement techniques, sustainable use of
        
        
          underground space, carbon sequestration, and ethical practices
        
        
          in geotechnical engineering. The other sessions and workshops
        
        
          of 18
        
        
          th
        
        
          ICSMGE cover some of these themes.
        
        
          5 CONCLUSIONS
        
        
          Sustainable geotechnics is a new sub-discipline focusing on
        
        
          geotechnical engineering practices that reduce the detrimental
        
        
          effects of geotechnical constructions and ensure the well being
        
        
          of the society and natural environment at all times. It not only
        
        
          includes environment-friendly practices that are cost effective
        
        
          and cause minimal financial burden to the present and future
        
        
          generations, but also promote reliability- and resilience-based
        
        
          design and adaptive management strategies so that social
        
        
          vulnerability is minimized and overall well being is upheld.
        
        
          This general report provided an overview of this emerging
        
        
          area of geosustainability and reviewed the twenty eight papers
        
        
          allocated to the sustainability session of 18
        
        
          th
        
        
          ICSMGE. The
        
        
          authors of these papers represent 20 countries covering all the
        
        
          ISSMGE regions. Most of the papers emphasized the